| Titre : |
Single piles and pile groups under lateral loading |
| Type de document : |
texte imprimé |
| Auteurs : |
Lymon C. Reese, Auteur ; William Van Impe, Auteur |
| Mention d'édition : |
2nd edition |
| Editeur : |
Leiden [The Netherlands] : CRC Press |
| Année de publication : |
2011 |
| Importance : |
XXI, 507 p. |
| Présentation : |
ill. |
| Format : |
26 cm |
| Accompagnement : |
1 Cd-Rom |
| ISBN/ISSN/EAN : |
978-0-415-46988-3 |
| Note générale : |
Bibliogr. p. [485]-500. - Index |
| Langues : |
Anglais (eng) |
| Mots-clés : |
Piling (Civil engineering)
Lateral loads
Pieux (génie civil)
Charges latérales |
| Index. décimale : |
624.154 Fondations sur pieux. Pieux en général |
| Résumé : |
Addresses the analysis of piles of varying stiffness installed into soils with a variety of characteristics, accounting for the axial load at the top of the pile and for the rotational restraint of the pile head, possibly nonlinear, offered by the connection to the superstructure. |
| Note de contenu : |
Summary :
1. Techniques for design
2. Derivation of equations and methods of solution
3. Models for response of soil and weak rock
4. Structural characteristics of piles
5. Analysis of groups of piles subjected to inclined
6. Analysis of single piles and groups of piles subjected to active and passive loading
7. Case studies
8. Testing of full-sized piles
9. Implementation of factors of safety
10. Suggestions for design |
Single piles and pile groups under lateral loading [texte imprimé] / Lymon C. Reese, Auteur ; William Van Impe, Auteur . - 2nd edition . - Leiden [The Netherlands] : CRC Press, 2011 . - XXI, 507 p. : ill. ; 26 cm + 1 Cd-Rom. ISBN : 978-0-415-46988-3 Bibliogr. p. [485]-500. - Index Langues : Anglais ( eng)
| Mots-clés : |
Piling (Civil engineering)
Lateral loads
Pieux (génie civil)
Charges latérales |
| Index. décimale : |
624.154 Fondations sur pieux. Pieux en général |
| Résumé : |
Addresses the analysis of piles of varying stiffness installed into soils with a variety of characteristics, accounting for the axial load at the top of the pile and for the rotational restraint of the pile head, possibly nonlinear, offered by the connection to the superstructure. |
| Note de contenu : |
Summary :
1. Techniques for design
2. Derivation of equations and methods of solution
3. Models for response of soil and weak rock
4. Structural characteristics of piles
5. Analysis of groups of piles subjected to inclined
6. Analysis of single piles and groups of piles subjected to active and passive loading
7. Case studies
8. Testing of full-sized piles
9. Implementation of factors of safety
10. Suggestions for design |
|  |
624 Constructions du genie civil et du batiment. Infrastructures. Ouvrages en terre . Fondations. Tunnels. Ponts et Charpentes
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